Fiber Reinforced Polymer (FRP) as an outer support is utilized widely to manage the strength necessities connected with flexure and shear in underlying frameworks. Be that as it may, the fortifying of individuos exposed to twist is investigated as of late. Twist disappointment is an unfortunate fragile type of disappointment which ought to be kept away from extraordinarily in the quake inclined regions. In the current work, the way of behaving and execution of rectangular built up cement footers fortified with remotely reinforced Glass Fiber Reinforced Polymer (GFRP) textures exposed to consolidated flexure and twist is concentrated tentativamente. Rectangular RC radiates remotely fortified with GFRP textures were tried to disappointment utilizando a game plan which move force to the focal piece of the pillar through two inverse cantilevers called second arms. Each arm is exposed to rise to static stacking during the analysis. Absolute nine RC radiates were projected and tried for the review. Every one of the shafts was intended to come up short in twist. One of the shafts was utilized as a control bar and eight pillars were reinforced utilizando various designs and various sorts of GFRP textures. The review is limited to persistently wrapped GFRP textures Here we are concentrate on model and dissect mechanical way of behaving of rectangular bars. Rectangular shaft is one which is by and large utilizado as pressure in top fiber and strain in base fiber of that pillar. Though a t pillar having shaft and chunk composite area. A t pillar is more efficient than rectangular bar. These revisions depend on the presentation of priestess factors and on the change of the harmony conditions to join the commitment of the prestressing support. The shaft, or flexural part, is oftentimes experienced in constructions and machines, and its rudimentary pressure investigation establishes one of the additional intriguing aspects of mechanics of materials. A shaft is a part exposed to loads applied cross over to the long aspect, making the part twist.